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Correspondence /14.5r (fz 0 O O DAVID BISSETT ARCHITECTURE MEMORANDUM t / Ctit :r, DATE: February 12, 2007 BO ONN'. DIVi 3; TO: Lorraine / City of Tigard FROM: David Bissett / David Bissett Architecture RE: CHURCHILL WOODS LOT 10 Please note the following revisions being submitted for your review: 1. The holdown schedule on sheet A3 has been corrected. 2. See revised sheets A3 and A4 and attached calc's showing posts and footings supporting girder truss and floor beam loads. 3. See revised sheets A2 and A8 for additional shear wall details. 4. Revised floor joist submittal attached with beam calculations. NOTE: All corrections have been shown on plans as revision Delta 1 dated 2 -6 -07 and area clouded. Sincerely, ._� dow Davis A. Bissett /AIA/NCARB CC: File 503.226.6785 PHONE 1.866.611.6785 TOLL FREE 503.226.2264 FAX 208 SW First Avenue Ste 300 Portland Oregon 97204 www.DBAarch.com info@DBAarch.com I. was z - 2a o 6 - 0 3 O O O DAVID BISSETT ARCHITECTURE MEMORANDUM Date: March 15, 2007 To: Mike Church/Wilshire Homes From: David Bissett/DBA RE: CHURCHILL WOODS FOUNDATION To Whom It May Concern: For all houses constructed at Churchill Woods, a 2x6 sill plate may be used between the concrete stemwall and I-joists. A 3x6 must still be used for the sole plate above the I - joists per the shear wall schedule. i Y 9 DAVID I'� � � afo ' �� r A p '• , • 1 •TLAA1 r Av ON • �... OF (St' 503 226 6785 PHONE 1. 866 611 6785 TOL_ FREE 503.226.2264 FAT 208 SW First Avenue Ste 300 Portland Oregon 97204 www OBAarch.com nlo«. OBAarr_n corn